kristen t. castaños · 2016. 2. 1. · kristen t. castaños stoel-rives january 13, 2016...
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Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 2 of 14
“about 0.65 mg/L”, and 0.05 mg/L, respectively. The CDO (paragraph 67) alleges biochemical oxygen
demand (BOD) overloading to the LAA as the cause of manganese in the groundwater.
Groundwater Chemistry for Manganese Mobilization
Iron and manganese are trace metals, found commonly in minerals, oxides, and hydroxides. Free iron and
manganese are typically solubilized into water under acidic (pH <8) and anaerobic conditions (reducing
environment) to form Fe2+
and Mn2+
(see Appendix A for Eh-pH stability diagrams). Iron and
manganese, in these forms, will persist until they reach aerobic environments, in which they will
precipitate out of solution, and typically complex onto soil surfaces.
Monitoring data from MW-7, MW-8, and MW-9 suggest a pH range of 7-8.5 in the groundwater. At this
pH range, and under anaerobic conditions, manganese will mobilize within an oxidation-reduction
potential (ORP) range of 0-0.3 V (Inglett et al. 2005). At the pH ranges found in the groundwater at the
Morning Star site, manganese has a higher potential to solubilize than iron.
Manganese Behavior in Groundwater Wells
A time-series plot of manganese in MW-7 is shown in Figure 1. Manganese ranges from non-detect to
2.20 mg/L, with 43% of values being reported as non-detect, less than the reporting limit (RL), or less
than the method detection limit (MDL). Between 2006 and 2011, manganese was consistently under the
MCLSEC; however, manganese concentrations exhibit an increasing trend beginning in August 2013;
samples collected in 2015 continued this trend.
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 3 of 14
Figure 1. Time series for manganese concentrations in groundwater monitoring well MW-7. Non-detect or values less than the RL or MDL were reported as one-half of the RL or MDL, whichever was available.
A time-series plot of manganese in MW-8 is shown in Figure 2. Manganese ranges from non-detect to
1.98 mg/L, with 37% of values being reported as non-detect, less than the reporting limit (RL), or less
than the method detection limit (MDL). Historically, manganese in MW-8 is highly variable between
sampling dates, and a discernible trend in manganese is not evident. However, similar to MW-7,
manganese concentrations began an increasing trend in August 2013, which continued through 2015.
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- Red squares indicate value reported as "ND"- Black circles indicate value reported as "<RL"
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 4 of 14
Figure 2. Time series for manganese concentrations in groundwater monitoring well MW-8. Non-detect or values less than the RL or MDL were reported as one-half of the RL or MDL, whichever was available.
A time-series plot of manganese in MW-9 is shown in Figure 3. Manganese ranges from non-detect to
0.91 mg/L, with 62% of values being reported as non-detect, less than the reporting limit (RL), or less
than the method detection limit (MDL). Manganese in MW-9 has typically been at or near the MCLSEC of
0.05 mg/L; however, similar to MW-7 and MW-8, manganese began an increasing trend in August 2013,
which continued through 2015.
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Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 5 of 14
Figure 3. Time series for manganese concentrations in groundwater monitoring well MW-9. Non-detect or values less than the RL or MDL were reported as one-half of the RL or MDL, whichever was available.
Manganese Limitations for MW-7 and MW-8
Manganese limitations for MW-7 and MW-8 were specified in the CDO as “about 0.175 mg/L” and
“about 0.65 mg/L”, respectively. These limitations, as presented in the CDO, uses the Sanitas
groundwater program, which used an historical mean of data prior to the issuance of the 2013 WDRs,
without a confidence interval. While these limitations may be appropriate, alternative manganese
limitations for MW-7 and MW-8 were computed in a similar manner to the Board’s approach; however, a
95% confidence interval was applied to an historical mean of the manganese data from samples collected
prior to issuance of the 2013 WDRs. Data values that were reported as non-detect, less than the reporting
limit (RL), or less than the method detection limit (MDL) were included in the statistical at ½ of the MDL
or RL. These limitations, and accompanying manganese exceedances in MW-7 and MW-8 are shown in
Table 1; both limitations are different than those specified by the Board in the CDO, with the limitation
for MW-7 being greater and the limitation for MW-8 less.
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MW-9 Limitation (MW-2,3,6,9)
- Red squares indicate value reported as "ND"- Black circles indicate value reported as "<RL"
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 6 of 14
Table 1. Manganese exceedances for MW-7 and MW-8 for samples collected after the issuance of 2013 WDRs.
Monitoring Well Sample Date Manganese Concentration
(mg/L) Revised Limitation (mg/L) 1
MW-7 2/17/2014 0.27 0.2
5/12/2014 0.24 0.2
8/25/2014 0.26 0.2
11/13/2014 0.31 0.2
2/19/2015 0.31 0.2
5/18/2015 0.33 0.2
8/24/2015 0.69 0.2
11/12/2015 0.43 0.2
12/3/2015 0.383 0.2
MW-8 2/17/2014 1.18 0.56
5/12/2014 1.15 0.56
8/25/2014 1.33 0.56
11/13/2014 1.64 0.56
2/19/2015 1.73 0.56
5/18/2015 1.44 0.56
8/24/2015 1.34 0.56
11/12/2015 1.81 0.56
12/3/2015 1.98 0.56 1 Limitations for wells MW-7 and MW-8 were developed by summing the upper 95% confidence interval and the historical mean from each well, both calculated using data up to, and including, December 2013. Previous limitations, as stated in the CDO, were “about 0.175 mg/L” and “about 0.65 mg/L” for wells MW-7 and MW-8.
Manganese Limitation for MW-9
Manganese compliance in monitoring well MW-9 is assessed using the MCLSEC of 0.05 mg/L. MW-9 is
adjacent and downgradient to field MS1 (owned and operated by Gobel), on which rice was grown in
2014. However, as the Gobel field (MS-1) is now out of service as a LAA, MW-9 is likely upgradient or
cross-gradient. Investigations of the manganese behavior in MW-9 revealed a similar pattern to those
seen in MW-7 and MW-8, most notably the increasing trend beginning in August 2013. MW-9 appears
to be influenced by similar factors as MW-7 and MW-8, and thus, it is suggested that manganese
compliance in MW-9 be determined using current groundwater quality, as it is in MW-7 and MW-8. As
such, an alternative limitation for MW-9 was developed in a similar manner to those developed for MW-7
and MW-8, using an historical mean of data collected prior to issuance of the 2013 WDRs, with a 95%
confidence interval. Data values that were reported as non-detect, less than the reporting limit (RL), or
less than the method detection limit (MDL) were included in the statistical at ½ of the MDL or RL. The
limitation developed, and ensuing exceedances are shown in Table 2.
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 7 of 14
Table 2. Manganese exceedances for MW-9 for samples collected after the issuance of 2013 WDRs.
Monitoring Well Sample Date Manganese Concentration
(mg/L) Revised Limitation (mg/L) 1
MW-9 8/25/2014 0.19 0.1
11/13/2014 0.32 0.1
2/19/2015 0.23 0.1
5/18/2015 0.34 0.1
8/24/2015 0.37 0.1
11/12/2015 0.45 0.1
12/3/2015 0.416 0.1 1 The limitation for well MW-9 were developed by summing the upper 95% confidence interval and the historical mean from, both calculated using data up to, and including, December 2013. The previous limitation was the MCLSEC of 0.05 mg/L.
Potential Sources of Dissolved Manganese in Groundwater
The CDO identified BOD overloading to the LAA in 2015 as the primary reason for manganese
concentration exceedances observed in monitoring wells MW-7, MW-8, and MW-9. While there may be
merit in this observation, it is not necessarily supported by manganese sampling data before 2015.
Specifically, this observation is not supported by the increases in manganese concentrations between 2013
and 2015, a time frame when BOD overloadings only occurred once on two fields in 2014. As such,
alternatives regarding the source of dissolved manganese in the groundwater monitoring wells should be
considered.
Drought Related Manganese Increases in Groundwater
Climate in California’s Central Valley has been highly variable in recent years. Currently, California is in
the fourth year of a severe drought. The drought has caused aquifers to diminish due to the reduction in
groundwater recharge via snowpack and surface water infiltration. In such circumstances, it is expected to
experience degradation of groundwater quality, as the volume rainwater that percolates for dilution and
oxidation is significantly less. Figure 4 shows a time series of manganese concentrations in monitoring
wells MW-7, MW-8, and MW-9, and the Sacramento Valley water year types during the data period, as
specified by California Department of Water Resources (DWR 2014). In the recent severe drought,
groundwater manganese concentrations in each well have increased significantly, when compared to
previous years.
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 8 of 14
Figure 4. Manganese time series for MW-7, MW-8, and MW-9, and water year types.
Figure 5 shows the groundwater elevations for MW-7, MW-8, and MW-9 for water years dating back to
2004. It is evident that groundwater elevations in each well have decreased since 2013, to levels at or
near the record minimum. This indicates that aquifer volumes have decreased at the Morning Star site
during the same time period in which these wells began experiencing significant increases in manganese
groundwater concentrations. Therefore, it is possible that, due to the drought, manganese concentrations
in groundwater have increased due to less available groundwater volume for dilution. Figure 5 also
shows that there has been no evidence of increased net seepage from the cooling pond in terms of any
effects on shallow groundwater elevations in the LAA.
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MW-9 Limitation (MW-2,3,6,9)
Limitation (MW-7) Limitation (MW-8)
WY 2005 (AN)
WY 2004 (BN)
WY 2006 (W)
WY 2007 (D)
WY 2008 (C)
WY 2009 (D)
WY 2010 (BN)
WY 2011 (W)
WY 2012 (BN)
WY 2013 (D)
WY 2014 (C)
- Red squares indicate value reported as "ND"- Black circles indicate value reported as "<RL"
Sacramento Valley Water Year Types:Wet (W) - BlueAbove Normal (AN) - Light BlueBelow Normal (BN) - GreenDry (D) - OrangeCritical (C) - Red
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 9 of 14
Figure 5. Groundwater elevations in wells MW-7, MW-8, and MW-9.
Manganese in Central Valley Aquifers
The California Rice Commission retained CH2MHILL and Plantierra to prepare the Rice-Specific Groundwater
Assessment Report on behalf of the Central Valley Regional Water Quality Control Board (CH2MHILL 2013).
Manganese was among the many constituents included in this report. The report found that “A USGS analysis
of the redox conditions of the shallow groundwater under the rice fields indicated that almost all of the wells
reported anoxic or reducing conditions in the groundwater…” The report also stated that manganese is a
naturally occurring trace element and is not applied in rice farming. Manganese concentrations in shallow
groundwater beneath rice fields were found well above the MCLSEC and values as high as 1.1 mg/L were
observed.
It is clear that even rice farming has the potential to cause elevated levels of manganese in shallow groundwater.
Rice is a common crop in the area surrounding the Morning Star site (see Appendix B). In addition, rice was
farmed on field MS1 in 2014, which may have impacted manganese concentrations seen in MW-9. Elevated
levels of manganese in shallow groundwater are not necessarily attributable to BOD loading on the LAAs and
may be consistent with other findings of elevated manganese concentrations is Central Valley shallow
groundwater.
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Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 10 of 14
Conclusions
Manganese concentrations in groundwater monitoring wells MW-7, MW-8, and MW-9 have increased
most notably since August 2013. The source of observed increases in manganese concentrations in these
groundwater wells is complex and could be attributed to causes unrelated to the LAAs. The CDO
attributes elevated levels of manganese in the groundwater to BOD overloading in the LAAs; however,
recent BOD overloading occurred primarily in 2015 (only 17 irrigation cycles out of 100 and the average
loading approximately 50 lb/acre/day), while increased levels of manganese concentrations in
groundwater was observed in each well beginning in 2013.
Evidence of drought related manganese concentration increases exists, in which aquifer volume has been
significantly diminished, leaving less groundwater volume available for dilution of manganese that
solubilizes into the groundwater. Groundwater elevations have decreased in recent years which
contribute to the diminished aquifer volume.
In addition, research for the Central Valley Water Board has identified anoxic or reducing conditions in
the groundwater below rice fields and the manganese concentrations can be elevated associated to the rice
farming. Rice farming is ubiquitous in and around Morning Star’s site. Increased levels of manganese
are likely influenced by the rice farming activities near Morning Star.
The increased levels of manganese concentrations in groundwater monitoring wells MW-7, MW-8, and
MW-9 is impacted by factors other than BOD loading. In order to return to compliance with the 2013
WDRs, it is appropriate to return to compliance with the BOD loading limitation for the LAAs, through
which manganese mobilization from the discharge will be minimized. However, the manganese trends in
groundwater suggest other factors, such as drought and nearby rice farming, will continue to influence
manganese concentrations at the Morning Star site. It is further recommended that MW-9 compliance be
determined similarly to MW-7 and MW-8.
References
CH2MHILL, Plantierra, July 2013. Rice-Specific Groundwater Assessment Report. Prepared for the
Central Valley Regional Water Quality Control Board. On behalf of the California Rice
Commission.
Department of Water Resources (DWR). 2014. Chronological Reconstructed Sacramento and San
Joaquin Valley Water Year Hydrologic Classification Indices. Retrieved from:
http://cdec.water.ca.gov/cgi-progs/iodir/WSIHIST.
Inglett, P.W., Reddy, K.R., Corstanje, R. 2005. Anaerobic Soils. In Encyclopedia of Soils in the
Environment. D. Hillel (ed). Academic Press. Pp. 71-78.
Reinhard, H.A., 2014. Groundwater Limitations Compliance Assessment Plan. Prepared for Morning
Star Packing Company, L.P.
Kristen T. Castaños
Stoel-Rives
January 13, 2016
Groundwater Manganese in Land Application Areas
Page 11 of 14
Appendix A
Eh-pH Stability Diagram for Manganese and Iron
Manganese
Iron
Appendix B
Map of Morning Star site and Surrounding Rice Fields
mileskm
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Imagery Date: 7/10/2013
Rice fields are outlined in red.